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Home My WebLink About1C, 5-Year PMP .rA MEMORANDUM Item I.C DATE: June 11, 2009 TO: Mayor and City Council Ron Moorse, City Administrator FROM: Kristine Giga, Civil Engineer SUBJECT: 5- Year Pavement Management Program BACKGROUND Pavement Mana2ement Philosophy The City of Arden Hills has the fiduciary and physical authority and responsibility for upkeep of approximately 30 miles of city streets within its boundaries. This includes seasonal maintenance activities such as snow removal, crack sealing, street patching, sweeping, as well as structural maintenance of the pavement. The City of Arden Hills has made a commitment to its residents to provide a systematic program of street rehabilitation and repair in order to assure that the City streets are serviceable, safe, functional, and provided at a reasonable cost to meet the needs of our residents and the traveling public. The City of Arden Hills Pavement Management Program strives to expend tax payer funds in a cost effective manner in order to ensure the most value for residents. DISCUSSION Capital Improvement Plan (CIP) In creating a recommended five year Pavement Management Program (PMP), staff reviewed the streets throughout the City. Pavement conditions were evaluated to identify potential projects. Staff also reviewed performance history of the utilities in each of the identified areas to help determine type of maintenance applicable, as well as project timing. The attached map identifies PMP projects proposed for the next five years. "Plan-It" summary sheets for each project have also been included, identifying project need, estimated costs and proposed funding. Staff has programmed these projects based on pavement condition, need for additional utility improvements and proposed funding sources. Prior to recommending the City \ \Metro-inet\ardenhills\Admin \Council\Agendas & Packet Information \2009\06-15-09 W orksession \Packet Information \PMP 1-6-15- 09_Memo_CIP-PMP.doc CIP Discussion 6/12/2009 Page 2 Council initiate any of the PMP projects, staff will review the conditions in the field to verify that the project is being implemented at the appropriate time. A summary spreadsheet of the Pavement Condition Index (PCI) survey completed by GoodPointe Technologies is attached; this spreadsheet provides ratings for both 2008 and 2005. A map showing the history ofwatermain breaks is also attached. This map is not yet complete; records for breaks prior to 2004 were not maintained in a central location. Staff is continuing to review historical records and will update this map as additional information is found. 2010 Valentine Reconstruction- This project was identified because of both poor pavement condition and drainage issues. The neighborhood has an insufficient storm sewer system, which has caused drainage issues on private property. Street ponding has also occurred as a result of this minimal storm sewer system, which has accelerated the street deterioration. Katie Lane/Katie Court Mill and Overlay- This project was carried over from 2009. The intent was to complete the mill and overlay in conjunction with the wear course of the extension of Katie Lane. Staff will be meeting with the developer to discuss timing of this project. 2011 Nursery Hill/Wyncrest/Arden View Mill and Overlay- Concerns were brought to staff that the sealcoat in the Nursery Hill/Wyncrest neighborhoods was not applied properly and the sealcoat was peeling. Staff examined the conditions in the field, and determined that the pavement had significantly oxidized and dried out prior to the sealcoat application. The sealcoat was effective; . however, the resulting "peeling" is a result of dry pavement. Staff recommends these neighborhoods be programmed for a mill and overlay. Given the proximity of Karth Lake, staff also recommends storm sewer improvements to improve water quality. Reducing the size of the quasi- cul- de- sacs throughout the neighborhood would also improve water quality by decreasing the amount of impervious surfaces present. Arden View Court and Arden View Drive are showing signs of pavement deterioration that would not be remedied by a mill and overlay; a full depth mill is the recommended maintenance strategy. There is a significant history of breaks in the Arden View Townhome area, as shown on the watermain break map. Only a portion of the watermain is under the roadway; the majority is located under private drives and in green space between buildings. Staff recommends replacing the segments under the roadway as a part of a PMP project, and evaluating trenchless technology to determine the most cost-effective solution for replacing the remainder of the watermain. CIP Discussion 6/12/2009 Page 3 2012 Snelling Reconstruction-This project is driven by pavement condition. This segment of road is a highly traveled roadway in Arden Hills, which has exceeded its pavement life. In order to better understand the costs of this project, staff is recommending that a feasibility report be completed in 2010. This will allow the City to better identify the proposed street width, pavement section, and associated storm water needs. The feasibility report can be utilized for a reconstruction project at any time and provide assistance in determining the appropriate year in which to budget this. project. 2013 Mill and Overlay- The streets recommended for this year, Chatham, Arden Oaks and Pine Tree/Harriet neighborhoods, have a good structural base, but the pavement surface is aged. There are no major utility concerns in any of these street segments, therefore, a mill and overlay is the appropriate strategy to extend the life of these streets. 2014 Ridgewood/Asbury Reconstruction- This project has been identified because of pavement condition, the need for storm sewer, and watermain improvements. These streets are approximately 50 years old and have exceeded their useful pavement life. There is a minimal storm sewer system in this neighborhood. Given the proximity of the area to Lake Johanna, storm water improvements are critical to improve the water quality of the runoff reaching the lake. Public Works have also expressed concerns about the condition of the watermain. There have been three watermain breaks along Edgewater in the past 10 years; the condition of the pipes will need to be closely evaluated to determine the extent of improvements needed. Summary While the City Council may determine the timing of the projects is too aggressive, it is important for the City Council to have the information regarding these projects. Staff is requesting that the City Council review the projects proposed and discuss the staffs recommended 5 year CIP. CONCLUSION Staff is requesting direction from the City Council regarding the 2010-2014 PMP 5-Year CIP. n 0U DR(' ) w 1000 M - COUNTY ROAD VA 96 COUNTY ROAD 96 W COUNTY ROAD 96 W `• Ti 14A,6S' 0 A 2 \ i 'i OR�cp KARTH LAKE DR x yp�'Eao I' . 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C c.. - o I.. m CD >- I It) d ! ~ ~cj~ ~~8~~ ~!i!~ llllli ~~~~&~ c: ~ ~ ~ .~ n:: o ~ 5 Capital Improvement Plan City of Arden Hills, Minnesota 2010 thru2014 Contact Engineer Department Street Department Project # T)'pe Maintenance Useful Life Project Name Katie Lane Mill & Overlay (2010) CategOIJ' Streets: Mill & Overlay Priority n/a Total Project Cost $]50,000 Description I Katie Lane from Cleveland to dead end Jamie Circle (Katie Lane) from Katie Lane to cuI de sac Katie Court from Katie Lane to cuI de sac In conjunction with completion of Hazelnut 3rd Addition. Justification I In conjuction with final lift of Hazelnut 3rd Addition; developer requested a l-year extension to pave wear course, since no homes were constructed. Extension granted to July 1, 2009. Katie Lane from Cleveland to dead end - 2005 PCI = 69, 2008 PCI = 50 Jamie Circle from Katie Lane to cuI de sac - 2005 PCI = 84, 2008 PCI = 58 Katie Court from Katie Lane to cuI de sac - 2005 PCI = 82, 2008 PCI = 82 Expenditures Construction/Maintenance 2010 144,000 144,000 2011 6,000 6,000 2012 2013 2014 Total 150,000 150,000 Total Funding Sources Capital tmprovement Funds (PI Total 2010 144,000 144,000 2011 6,000 6,000 2012 2013 2014 Total 150,000 150,000 Operational Impact/Other I Milling creates an even surface to ensure a uniform overall thickness to the new overlay. An asphalt overlay forms a smooth crown, renews the street surface, resotres structural capacity and proper drainage, which reduces the number of potholes that develop and extends the life cycle of theoriginal pavement. Produced Using the Plan-it Capital Planning Software Thursday. June J J. 2009 Capital Improvement Plan City of Arden Hills, Minnesota 2010 thru 2014 Contact Engineer Department Street Department Project # Type Improvement Useful Life Project Name Valentine Avenue Neighborhood PMP (2010) Category Streets: Reconstruction Priority n/a T ota) Project Cost $892,500 Description I Reconstruct: Valentine Crest Road from V alentine Avenue to cuI de sac Valentine Avenue from Lake Valentine Rd to Old Hwy 10 Valentine Court from V alentine Avenue to cuI de sac M ill and Overlay: Janet Court from Lake Valentine Rd to cuI de sac Justification I Valentine Crest Road 2005 PCI = 56, 2008 PCI = 53, projected 20] 0 PCI = 33 V alentine Ave 2005 PCI = 39, 2008 PCI = 36, projected 2010 PCI = ] 3 Valentine Court 2005 PCI = 25, 2008 PCI = 34, projected 2010 PCI = 22 Janet Court 2005 PCI = 82, 2008 PCI = 72, projected 2011 = 65 Utilities: Watennain - review watennain; there have been two watennain breaks in neighborhood (through 2008). Sanitary Sewer - sewer videos to be reviewd, install chimney seals on all Inanholes. Stonn Water - drainage driven project. Project must meet Rice Creek Watershed District requirements. V alentine Avenue is a State Aid Street, eligible for use of State Aid Funds. Sanitary sewer videos will be reviewed, one sewer main line needs repair. Make improvements as needed to correct any ]&1 deficiencies. Drainage driven project for storm sewer, project Inust meet Rice Creek Watershed District requirements. Must resolve drainage issues in the neighborhood as recommended in drainage study to be completed in 2008/2009. V alentine Avenue is a State Aid Street and is therefore eligible for State Aid Funds. Prior Expenditures 2010 2011 2012 133,500 i Construction/Maintenance 714,000 45,000 Total Total 714,000 45,000 2013 2014 Total 759,000 759,000 Prior Funding Sources 2010 2011 2012 2013 2014 Total 133,500 J Capital Improvement Funds (PI 546,000 34,000 580,000 Total Sanitary Sewer Utility Fund 16,000 1,000 17,000 Surface Water Mgmt Utility Fu 140,000 9,000 149,000 Water Utility Funds 12,000 1,000 13,000 Total 714,000 45,000 759,000 Produced Using the Plan-It Capital Planning Software Thursday. June 11.2009 Capital Improvement Plan City of Arden Hills, Minnesota Operational Impact/Other The street has deteriorated past the point where other forms of maintenance are cost-effective. Long-term, reconstruction will provide a consistent roadway section that will reduce costs associated with patching potholes and other pavement failures. M onitoring/maintenance win be required for new stormwater features that are not resident-maintained rain gardens. 2010 thru 2014 Contact Engineer Department Street Departlnent avement deterioration. Produced Using the Plan-It Capita! Planning Software Thursday. June /1.. 2()()9 Capital Improvement Plan City of Arden Hills, Minnesota 2010 thru 2014 Contact Public Works Director Department Street Department Project # Type Operational Maintenance Useful Life Project Name 2010 Crackseal and Sealcoat Category Streets: Cracksealing & Sealeo Priority n/a Total Project Cost $1 ]5,000 Description I Cummings Park Dr, Lexington to cuI de sac Brighton Way, New Brighton to New Brighton Brighton Way N, Brighton Way to cuI de sac Brighton Way S, Brighton Way to cuI de sac Lametti Lane, Snelling to cuI de sac Lametti Court, Lametti Lane to cuI de sac Connelly Avenue, Co Rd E to Co Rd E Siems Ct, Lake Johanna Blvd to cuI de sac Ridgewood Rd, Lake Johanna Blvd to Arden Place Ridgewood Ct, Ridgewood Rd to turnaround Arden Place, Siems Ct, Snelling Ave Skiles Lane, Arden Place to Snelling Ave Oak Ave, Lake Johanna Blvd to cuI de sac Pascal, Co Rd E to dead end Gateway Court, W. Round Lake Rd to cuI de sac Gateway Blvd, W. Round Lake Rd to cuI de sac W Round Lake Road, 96 to 1029 south Justification I Seal coats waterproof the surface to keep the pavement from becoming brittle, cracking, and prevent water from seeping through the pavement and causing problems to the base material. Seal coats also provide low-severity crack sealing, and restore surface friction. It is a Inaintenance practice to extend the life of pavement. Seal coating can be performed at any time in the life of a pavelnent and lasts an average of three to six years. Expenditures Construction/Maintenance 2010 115,000 115,000 2011 2012 2013 2014 Total 115,000 115,000 Total Funding Sources General Fund 2010 115,000 115,000 2011 2012 2013 2014 Total 115,000 115,000 Total Operational Impact/Other I Seal coats help waterproof the pavement to prevent water from seeping through to the base material. It is a maintenance practice to extend the life of pavelnent. This reduces the number of potholes that develop, thereby reducing patching costs. Produced Using the Plan-It Capital Planning Software Thursday~ June 11. 2009 Capital Improvement Plan City of Arden Hills, Minnesota 2010 thru2014 Contact Engineer Department Street Department Project # Type Maintenance Useful Life Project Name Nursery HilllWyncrest/ Arden View PMP (2011) Category Streets: Reconstruction Priority nJa Total Project Cost $1,670,000 Description Reconstruction: Amble Road (Hamline - dead end) I Mill and Overlay: Wyncrest Ct from Hamline to Wynridge Drive Wyncrest Ct Wynridge Drive to cuI de sac Wyncrest Lane from Wyncrest Ct to Wynridge Drive Wynridge Drive from Wyncrest Ct to cuI de sac Nursery Hill Lane from Hamline to 713' east Nursery Hill Lane from Nursery Hill Ct to 393' north Nursery Hill Court from Hursery Hill Lane to cuI de sac Dellwood St from Nursery Hill Ct to Amble Dr Full depth mill: Arden View Court from Arden View Drive to cuI de sac Arden View Drive- North from Hamline to Arden View Dr. Arden View Drive- South from HamIine to Arden View Dr. Arden View Drive- Arden View to 761' e. of Royal Hills Justification I Amble Road 2005 PCI = 69, 2008 PCI = 62, projected 201 1 PCI = 33 Wyncrest Court 2005 PCI = 53, 2008 PCI = 48, projected 201 J PCI = 15 Wyncrest Court 2005 PCI = 76,2008 PCI = 66, projected 20] 1 PCI = 38 Wyncrest Lane 2005 PCI = 79, 2008 PCI = 69, projected 2011 PCI = 43 Wynridge Drive 2005 PCI = 79, 2008 PCI = 65, projected 20ll PCI= 38 Nursery Hill Lane 2005 PCI = 85,2008 PCI = 59, projected 2011 PCI = 49 Nursery Hill Lane 2005 PCI = 89, 2008 PCI = 79, projected 2011 PCI = 56 Nursery Hill Court 2005 PCI = 69,2008 PCI = 67, projected 201 I PCI = 41 Dellwood St 2005 PCI = 85, 2008 PCI = 79, projected 2011 PCI = 56 Arden View Court 2005 PCI= 62, 2008 PCI = 60, projected 2011 PCI= 3] Arden View Drive- North 2005 PCl= 65, 2008 PCI = 62, projected 2011 PCl = 34 Arden View Drive- South 2005 PCI= 73, 2008 PCI= 55, projected 2011 PCI = 24 Arden View Drive 2005 PCI= 56, 2008 PCI= 53, projected 2011 PCI = 22 Project must Ineet Rice Creek Watershed District requirement. The project is projected to make storm sewer improvements as determined to improve water quality of Karth Lake and sanitary sewer improvements to COITect any 1&1 deticiencies. Watermain in Arden View Townhomes has a continous history ofwatennain breaks (25 watennain breaks in 30 years). Due to the location of watennain (between townhomes, under private drives, etc.) this watennain is a good candidate for lining, however, lining is still a relatively new technology and is expensive. Given the number of underground utilities in the area, open trench replacement would also be expensive. It is recommended to replace the sections of watennain under the public streets as part of the PMP, and pursue a separate watennain project for the relnaining watermain segments. Prior 162,500 I Total Expenditures Construction/Ma intenance 2010 1,426,000 1,426,000 2011 81,500 81,500 2012 2013 2014 Total 1,507,500 1,507,500 Total Produced Using the Plan-it Capital Planning Sofm'are 17Jursday,. June 11. 2009 Capital Improvement Plan City of Arden Hills, Minnesota Prior Funding Sources 2010 162,500 I CapitaJ Improvement Funds (PI 1,147,500 Total Sanitary Sewer Utility Fund 17,500 Surface Water Mgmt Utility Fu 51/000 Water Utility Funds 210,000 2010 thru 2014 Contact Engineer Department Street DepartInent Total 1,426,000 2011 67,500 1,000 3,000 10,000 81,500 2012 2013 2014 Total 1,215,000 18,500 54,000 220,000 1,507,500 Operational Impact/Other I Milling creates an even surface to ensure a uniform overall thickness to the new overlay. An asphalt overlay forms a smooth crown, renews the street surface, restores structural capacity and proper drainage, which reduces the number of potholes that develop and extends the life cycle of the original pavement. Produced Using the Plan-It Capital Planning Sofivvare Thursday, June 11. 2009 Capital Improvement Plan City of Arden Hills, Minnesota 2010 thru 2014 Contact Engineer Department Street Department Project # Type Improvement Useful Life Project Name Highway 96 (Old Highway 8 to US Highway 10) Catego'1' Streets: Reconstruction Priority nla Total Project Cost $350,000 Description I Ramsey County reconstruction project for Highway 96 (Old Highway 8 to match point west of North Snelling)) scheduled for construction in 2011. City costs may include trails, landscaping, any City utility work, add-ons, and possibly some right-of-way. Lakeshore Place will most likely be impacted during this project and should be reconstructed. Justification I This project is included in the Ramsey County road construction projects for 2011. Lakeshore Place 2005 PCI= 19 2008 PCI= 6, projected 20 II PCI= 0 Expenditures 2010 2011 2012 2013 2014 Total Planning/Design 15,000 15,000 Construetion/Maintena nee 335,000 335,000 Total 15,000 335,000 350,000 Funding Sources 2010 2011 2012 2013 2014 Total Capital Improvement Funds (PI 10,000 300,000 310,000 Surface Water Mgmt Utility Fu 5,000 35,000 40,000 Total 15,000 335,000 350,000 Operational Impact/Other I The City will be responsible for snow and ice removeal from the trails. Any landscaping features will require annual maintenance. Operating Budget Impact Annual Maintenance Charge 2010 2011 2012 500 500 2013 500 500 2014 Total 1,000 1,000 Total Produced Using the Plan-it Capital Planning Softvvare Thursday. June 11. 2009 Capital Improvement Plan City of Arden Hills, Minnesota 2010 thru2014 Contact Engineer Department Street Department Project # Type lmprovelnent Useful Life Project Name Snelling Avenue PMP (2012) Category Streets: Reconstruction Priority nla Total Project Cost $2,]30,000 Descripti on t The existing roadway has a minimal storm water management system in place. Records indicate that Snelling A venue was crack sealed and seal coated in ] 996. City staff win televise the utility lines to determine the extent of any necessary repairs. Snelling Ave, Cummings Ln, Hamline (Co Rd E - Dead end) Justification I Records indicate Snelling Avenue was crack sealed and seal coated in } 996. The existing roadway currently has a minimal storm water Inanagement system in place. Snelling from TH51 to Co Rd E, 2005 PCI = 34, 2008 PCI = 31 Cummings Lane from Snelling to deadend, 2005 PCI = 61, 2008 PCI = 67 Hamline from Co Rd E to deadend, 2005 PCI = 54, 2008 PCI = 55 Utilities Watennain - no history of problems Sanitary Sewer - no history of problems, install chimney seals on all manholes; correct any 1&1 deficiencies. Stonn Sewer - project must meet Rice Creek Watershed District requirements; improvements will improve water quality to Lake Johanna. In order to better understand the project costs for this road segment, staff recommends ordering the feasibility report for this project in 20 10. Results of the feasibility report will better estimate actual construction costs, as the report will include the recolnmended road width, section, storm sewer requirements, etc. Expenditures 2010 2011 2012 2013 2014 T ota} Planning/Design 213,000 213,000 Construction/Maintenance 1,810,500 106,500 1,917,000 Total 213,000 1,810,500 106,500 2,130,000 Funding Sources Capital Improvement Funds {PI Sanitary Sewer Utility Fund State Aid Funds Surface Water Mgmt UtiHty Fu Water Utility Funds 2010 169,000 2,000 2011 2012 536,500 17,000 900,000 340,000 17,000 1,810,500 2013 84,500 1,000 2014 Total 790,000 20,000 900,000 400,000 20,000 2,130,000 40,000 2,000 213,000 20,000 1,000 106,500 Total Operational Impact/Other I The street has deteriorated past the point where other forms of maintenance are cost-effective. Long-term, reconstruction will provide a consistent roadway section that will reduce costs associated with patching potholes and other pavement failures. Monitoringhnaintenance wi} be required for new stoffilwater fe(itures that are not resident-maintained rain gardens. Produced Using the Plan-It Capital Planning Software Thursday. June 11. 2()()l) Capital Improvement Plan City of Arden Hills, Minnesota 2010 thru2014 Contact Public Works Director Department Street Department Project # Type Operational Maintenance Useful Life Project Name 2012 Crackseal and Sealcoat CategolJ' Streets: CrackseaJing & Sealeo Priority nla Total Project Cost $]00,000 Description I N. Hamline Frontage, Hamline to Ingerson Ingerson Rd., Femwood to Hamline Ingerson, F em wood to Lexington Ingerson Ct., Ingerson to dead end Femwood Ct., Ingerson to cuI de sac Dunlap, Ingerson to dead end Femwood St., Carlton to Ingerson Carlton Dr., Tiller Ln to Tiner Ln Tiller Ln, Cannon to Lexington Cannon Ave., Tiller Ln to north end Shoreline Ln, Co Rd D to dead end Co Rd D, Lexington to Shoreline Lake Ln, Edgewater to dead end W. Edgewater, Lexington to dead end Karth Lk Cir, Hamline to cuI de sac Briarknoll Cir, Briarknoll Dr to cuI de sac BriarknolI Dr, Snelling to Norma Dawn Cir E, Norma to cuI de sac Dawn Cir W, Norma to cuI de sac Royal Ln, Norma to Floral Dr Norma Ave, Briarknoll to Dawn Cir Norma Ave, Dawn Cir to cuI de sac Justification I Seal coats waterproof the surface to keep the pavement from becoming brittle, cracking, and prevent water from seeping through the pavement and causing problems to the base material. Seal coats also provide low-severity crack sealing, and restore surface friction. It is a maintenance practice to extend the life of pavement. Seal coating can be performed at any time in the life of a pavement and lasts an average of three to six years. Expenditures Construction/Maintenance 2010 2011 2012 100,000 100,000 2013 2014 Total 100,000 100,000 Total Produced Using the Plan-it Capital Planning Software Thursday. June 11, 2()()9 Capital Improvement Plan City of Arden Hills, Minnesota Funding Sources 2010 General Fund 2010 thru2014 Contact Public Works Director Department Street Departlnent 2011 2012 2013 100,000 100,000 2014 Total 100,000 100,000 Total Operational Impact/Other f Seal coats help waterproof the pavement to prevent water from seeping through to the base material. It is a maintenance practice to extend the life of pavement. This reduces the number of potholes that develop, thereby reducing patching costs. Produced Using the Plan-It Capital Planning Software 77Jursday. June J 1. 2009 Capital Improvement Plan City of Arden Hills, Minnesota 2010 thru2014 Contact Engineer Department Street Department Project # Type Maintenance Useful Life Category Streets: Mill & Overlay Project Name 2013 PMP Mill and Overlay Priority nJa Total Project Cost $1,250,000 Description I Chatham Ave from Co Rd E-2 to Chatham Ct Chatham Ave from Chatham Ct to Chatham Cir Chatham Ave from Chatham Cir to McCracken Lane Chatham Ave from McCracken Lane to cuI de sac Chatham Ct from Chatham Ave to cuI de sac Chatham Cir from Chatham Ave to cuI de sac McCracken Lane from Chatham Ave to Snelling McCracken Lane from Chatham Ave to cuI de sac Pine Tree Drive from Co Rd E to Harriet Harriet Ave from Pine Tree to Lexington Benton Way from Harriet to Harriet Arden Oaks Drive from Snelling to Co Rd E Arden Oaks Court from Arden Oaks Drive to cuI de sac Justification I Chatham Ave-Co Rd E2-Chatham Ct 2005 PCI = 72, 2008 PCI= 78 Chatham Ave-Chatham Ct to Chatham Cir 2005 PCI = 79, 2008 PCI= 88 Chatham Ave-Chatham Cir-McCracken Lane 2005 PCI = 85, 2008 PCI= 83 Chatham Ave-McCracken Lane to cuI de sac 2005 PCI = 78, 2008 PCI= 88 Chatham Ct-Chatham Ave to cui de sac 2005 PCI = 87, 2008 PCI= 86 Chatham Cir;..Chatham Ave to cuI de sac 2005 PCI = 93, 2008 PCI= 93 McCracken Lane-Chatham Ave to Snelling 2005 PCI = 98, 2008 PCI= 94 McCracken Lane-Chatham Ave to cuI de sac 2005 PCI = 89, 2008 PCI= 91 Pine Tree Drive-Co Rd E to Harriet 2005 PCI = 82, 2008 PCI= 84 Harriet Ave-Pine Tree to Lexington 2005 PCI = 69, 2008 PCI= 85 Benton Way-Harriet to Harriet 2005 PCI= 74, 2008 PCI= 87 These streets were IUOst recently sealcoated in 2007. Arden Oaks Drive from Snelling to Co Rd E 2005 PCI = 80, 2008 PCI= 79 Arden Oaks Cou11 froIn Arden Oaks Drive to cuI de sac 2005 PCl = 95, 2008 PCI= 79 Expenditures 2010 2011 2012 Planning/Design 125,000 Construction/Maintenance 1 tv\ iff- {.e U i'l'r ~tt l Gfl1!tt loeO Total 125,000 2013 2014 Total 125,000 1,062,500 62,500 1,125,000 1,062,500 62,500 1,250,000 Funding Sources 2010 2011 2012 2013 2014 Total Capital Improvement Funds (PI 115,000 977,500 57,500 1,150,000 Sanitary Sewer Utility Fund 2,500 21,250 1,250 25,000 Surface Water Mgmt Utmty Fu 5,000 42,500 2,500 50,000 Water Utility Funds 2,500 21,250 1,250 25,000 Total 125,000 1,062,500 62,500 1,250,000 Produced Using the Plan-Jt Capital Planning Software 17I urs day. June 11. 2(J()9 Capital Improvement Plan City of Arden Hills, Minnesota Operational Impact/Other t Milling creates an even surface to ensure a uniform overall thickness to the new overlay. An asphalt overlay fonns a smooth crown, renews the street surface, restores structural capacity and proper drainage, which reduces the number of potholes that develop and extends the life cycle of the original pavement. 2010 thru 2014 Contact Engineer Department Street Department Produced Using the Plan-It Capital Planning Software 171ursday. June ll? 2009 Capital Improvement Plan City of Arden Hills, Minnesota 2010 thru2014 Contact Engineer Department Street Depa11ment Project # Type Improvement Useful Life Project Name Ridgewood Asbury PMP (2014) Category Streets: Reconstruction Priority n/a Total Project Cost $],710,000 Description I Asbury Ave from City Limits to Edgewater Ridgewood Rd from City Limits to dead end Edgewater from Asbury to Ridgewod Rd Glenhill from Asbury to Snelling Justification I Asbury Ave, City limits to Glenhill, 2005 PCI = 75, 2008 PCI = 76 Asbury Ave, Glenhill to Edgewater, 2008 PCI = 82 Ridgewood Rd, City limits to Glenhill, 2005 PCl = 47, 2008 PCI = 58 Ridgewood Rd, Glenhill to dead end, 2008 PCl = 67 Edgewater, Asbury to Ridgewood, 2005 PCI = 59, 2008 PCI = 38 Glenhill, Asbury to Snelling (TH 51) 2005 PCI = 68, 2008 PCI = 66 There is a minimal existing stonn sewer system. The project must meet Rice Creek Watershed District requirements. The proposed storm sewer system will take into account runoff from the City of Roseville (to be cost-shared). The project will also improve water quality to Lake Johanna. Improvements will be made to the sanitary sewer system as needed to correct any 1&1 deficiencies. Expenditures 2010 2011 2012 2013 2014 Total Future Planning/Design 171,000 171,000 85,500 I Construction/Maintenance 1,453,500 1,453,500 Total Total 171,000 1,453,500 1,624,500 Funding Sources 2010 2011 2012 2013 2014 Total Future Capital Improvement Funds (PI 111 ,000 943,500 1,054,500 85,500 I Sanitary Sewer Utility Fund 5,000 42,500 47,500 Total Surface Water Mgmt Utility Fu 35,000 297,500 332,500 Water Utility Funds 20,000 170,000 190,000 Total 171,000 1,453,500 1,624,500 Operational Impact/Other I The street has deteriorated past the point where other forms of maintenance are cost-effective. Long-term, reconstruction will provide a consistent roadway section that win reduce costs associated with patching potholes and other pavement failures. Monitoring/maintenance wi] be required for neW stonnwater features that are not resident -lnaintained rain gardens. Produced Using the Plan-It Capital Planning Software Thursday. June ii, 2009 Capital Improvement Plan City of Arden Hills, Minnesota 2010 thru 2014 Contact Public Works Director Department Street Department Project # Type Operational Maintenance Useful Life Project Name 2014 Crackseal and Sealcoat Category Streets: Cracksealing & Sealco Priority nJa Total Project Cost $]00,000 Description I Arden View Dr., Royal Hills to 761 t east Arden Vista Ct, Royal Hills to cuI de sac McClung Dr, Snelling to Colleen Ave Colleen Ct, Colleen Ave to cuI de sac Colleen Ave, Hamline to McClung Colleen Circle, Colleen Ave to cuI de sac Nonna Ave, Colleen Ave to Briarknoll Royal Hills Dr., Snelling to Arden View Drive James Ave, Colleen Ave to Indian Oaks Trail Indian Oaks Court, James Ave to cuI de sac Eide Cir7 Hamline to cuI de sac Indian Oaks Cir, HamIine to cuI de sac N. Snelling Ave. from Arden PI to dead end Arden Place from Snelling to Glenarden Rd Forest Lane from Snelling to Glenarden Rd Skiles Lane from Snelling to Glenarden Rd Glenarden Court from Skiles Lane to Glenarden Rd Glenarden Road from Snelling to dead end Justification I Seal coats \vaterproof the surface to keep the pavement from becoming brittle, cracking, and prevent water from seeping through the pavement and causing problems to the base matel;aJ. Seal coats also provide low-severity crack sealing, and restore surface friction. It is a maintenance practice to extend the life of pavement. Seal coating can be perlonned at any time in the life of a pavement and lasts an average of three to six years. Expenditures Construetion/Maintena nee 2010 2011 2012 2013 2014 100,000 100,000 Total 100,000 100,000 Total Funding Sources General Fund 2010 2011 2012 2013 2014 100,000 100,000 Total 100,000 100,000 Total Produced Using the Plan-It Capital Planning Sof!ll'are 17zursday. June 11. 2009 Capital Improvement Plan 2010 thru 2014 City of Arden Hills, Minnesota Operational Impact/Other I Seal coats help waterproof the pavement to prevent water from seeping through to the base material. of pavement. This reduces the number of potholes that develop, thereby reducing patching costs. Contact Public Works Director Department Street Department It is a maintenance practice to extend the life Produced Using the Plan-It Capital Planning Softlvare T71ursday. 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City of Roseville Engineering Department on,as.g.ar,Ergi�ro.n,n o,,, . mop ArdnohlasSandarySewer pa June 11.2009 MN .V"''',A.mn,,.,.�n..w,...s.,...s...=-:..