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030209 CC WS AgP CITY OF SHOREWOOD 5735 COUNTRY CLUB ROAD CITY COUNCIL WORK SESSION SOUTHSHORE CENTER MONDAY, MARCH 2, 2009 DINING ROOM 5:30 P.M. AGENDA Attachments Estimated Estimated Start Time Time (Clock Time) 1. CONVENE CITY COUNCIL WORK SESSION 5:30 p.m. A. Roll Call Mayor Lizée ____ Bailey____ Turgeon ____ Woodruff____ Zerby ____ B. Review Agenda 2. 20 YEAR ROAD PLAN Director of 3 hours 5:30 p.m. Public Works’ memorandum 3. ADJOURN 8:30 p.m. i MEMORANDUM ~=Y OF S T- E I To - l 5755 COUNTRY CLUB ROAD ® SHOREWOOD, MINNESOTA 55331-8927 ® (952) 474-3236 FAX (952) 474-0128 - www.d.shorewood.mmus - cityha(1@ci.shorewood.mn.us Celebrating 50 Years s 1956 - 2006 TO: Mayor and City Council FROM: Larry Brown, Director of Public Works DATE: February 26, 2009 RE: Discussion Regarding the 20-Year Pavement Management Plan Staff has been directed by the City Council to prepare a 20 Year Pavement Management Plan, and to outline methods of financing for such a plan. While it is anticipated that this discussion will take considerable debate by the City Council, it is hopefizl that this document and the supporting attachments will aid the City Council in making the critical decisions for staff to set the stage for implementation for such a program within the Capital Improvement Program. Certainly, there are several components to this "puzzle". As staff considered the pieces of the puzzle, the following list was composed. 1. The Current Pavement Inventory IT. Annual Maintenance Costs and Programming 111. Restoration Methods and Associated Costs IV. Means of Financing V. Public Process Undoubtedly, other components will be added to this list, as this process proceeds. Hopefully the list and documents provided here will provide tools to conduct an effective discussion for the decision malting process. 1. The Current Pavement Inventory The City of Shorewood has 46.54 miles of roadways. Of that mileage, 8.59 miles of this is funded by the Minnesota State Aid (MSA) roadway system. This leaves 37.95 miles of roadway that falls directly on the City of Shorewood to maintain, from a financial standpoint. ®J® PRINTED ON RECYCLED PAPER Mayor and City Council 20 Year Pavement Management Inventory February 26, 2009 Page 2 of 6 Currently, the City uses the PASER Pavement Inventory tool. This evaluation and rating tool was developed by the University of Wisconsin and is used many county and city organizations. For brevity, the evaluation book has not been reproduced here. However, staff will certainly furnish documentation of such, if needed. This material is also available on line at http://tic.engr.wisc.edu/publications.lasso The figure on the following page summarizes the system well. An evaluator assigns a numerical value to the existing roadway condition. The rating of 10 is assigned to a new or newly reconstructed roadway, and a rating of I is a roadway that has completely deteriorated. It is noted in this process, that despite criteria provided, ultimately the individual performing the evaluation must make a "guided subjective assignment" of a numerical value to the pavement of interest. Undoubtedly, one pavement may be rated higher or lower than a pavement of similar condition. However, other key factors such as drainage characteristics, known underlying soil properties, and history that may not be visible to the naked eye may play a role in assigning a different value than what is at face value. Hopefully, over a period, the rate of deterioration is the vital criteria focused upon, versus a single annual numerical value. Certainly, staff is willing to reexamine a value that the City Council or public feels is in error. The pavements within the City have been evaluated and rated in 2005, 2006, and 2008 using the PASER system. Appendix A of this memorandum provides the documentation of those ratings. Results within Appendix A have been sorted by the 2008 pavement rating. Previously, discussion has taken place that the City may want to consider setting a goal to keeping roadways at a condition of 5 or better. The table that follows on page 4 lists the roadways that have been rated less than 5. 91 Ed [I nm lp, Paved event Surface Evviuation an Rating F) Y ati o Ar. f FA iF Transpo atlOn Imlormatsori Cei3 ei University of Wisconsin-Madison Ratrn s Ra fing Z ~ - X axY' j n444111 ~ryt i Z ~ { . 1~ ~ .1 91C a . j Mayor and City Council 20 Year Pavement Management Inventory February 26, 2009 Page 4 of 6 Roadway From To 2008 Rating Hardin Lane Hardin Avenue Cul-de-sac South 2 Hardin Lane Hardin Avenue Cul-de-sac (North) 2 Smithtown Lane Smithtown Road Cul-de-sac 2 Afton Road Smithtown Road Cathcart Drive 3 Amlee Road Manitou Lane Cul-de-sac 3 Glen Road County Road 19 Manitou Ln 3 Glen Road Manitou Ln Dead End 3 Manitou Lane Amlee Road Glen Road 3 Meadowview Road Valleywood Lane Wild Rose Lane 3 Nelsine Drive Eureka Road Cul-de-sac 3 Star Circle Star Lane Cul-de-sac 3 Star Lane Smithtown Road Cul-de-sac 3 Valleywood Circle Valleywood Lane Cul-de-sac 3 Valle wood Lane Eureka Road Dead End 3 Vine Hill Road State Highway #7 South city limits Chan 3 Club Valley Road Yellowstone Trail Wood Drive 4 Echo Road Count Road 19 Country Club Road 4 Garden Road Minnetonka Bld Dead End 4 Gillette Curve Minnetonka Drive Cul-de-sac 4 Harding Avenue Wedgewood Drive Harding Lane 4 Lake Virginia Drive Smithtown Road Dead End 4 Mann Lane Eureka Road Seamans Drive 4 Maple Street Lake Linden Dr. End East 4 Rampart Court Wood Drive Cul-de-sac 4 Riviera Lane Yellowstone Trail Cul-de-sac 4 Seamans Drive Yellowstone Trail Mann Lane 4 Shad Island Point Shad Island Circle Dead End 4 Shorewood Lane Smithtown Road Cul-de-sac 4 Smithtown Circle Smithtown Road Cul-de-sac 4 Strawberry Lane Smithtown Road West 62nd Street 4 Sunn vale Lane Meadowview Lane Eureka Road 4 West Lane Rustic Way Garden Road 4 Wild Rose Lane Grant Lorenz Road Eureka Road 4 Table 1 Mayor and City Council 20 Year Pavement Management Inventory February 26, 2009 Page 5 of 6 II. Annual Maintenance Costs and Programming Over the past two years, the City Council has significantly increased the amount of funding towards the annual maintenance of pavements. The 2009 Capital Improvement Program (CIP) indicates $204,200 towards seal coating. Based on current pricing, this amount appears to be adequate to meet the past practice of seal coating 1/5th of the total mileage each year. Similarly, $163,500 has been allocated towards bituminous overlays. This equates to 1/50th of the mileage being overlaid each year. While this appears to be minimal, keep in mind that this is being done in conjunction with the reconstruction program scheduled. During the 2008 budget work sessions, staff was directed to provide estimates of various frequencies of seal coating and bituminous overlay. For reference, this has been included in Appendix B. III. Restoration Methods and Associated Costs The two main methods of restoration that involve more than just surface treatment are a full reconstruction and a pavement reclamation process. A full reconstruction involves the removal of all pavement, sub-base and approximately two feet of underlying frost susceptible soils. Granular, aggregate and asphalt materials are placed to reconstruct a new roadway. Items that have generated the most discussion during the public portion of this process has been edge control (aka curb and gutter) and the actual driving surface width. A sample of what has been used in the past has been included, as shown in Appendix C. For sake of discussion, staff has calculated what it would cost to reconstruct those roadways that are rated 4 or below. This equates to 8.5 miles of roadway, with an associated cost of 35.2 million dollars over a twenty-year period. Appendix D is a table that depicts the roadways under this scenario and the factors used. An additional method of restoration is pavement reclamation. Pavement reclamation is the process of grinding up the existing surface and underlying aggregates, recompacting them in place, and overlaying the materials with a 3-inch bituminous overlay. As discussed during the most recent City Council meeting, pavement reclamation is a less expensive process initially, versus reconstruction, but is a "stopgap measure" over the full life cycle of the pavement structure. Mayor and City Council 20 Year Pavement Management Inventory February 26, 2009 Page 6 of 6 VI. Means of Financing Currently, the Local Roadway Fund (LRF) is utilized for maintaining and reconstruction of local roads. The 2009 CIP indicates that the 2008 end of year balance in the LRF was estimated at 1.58 million dollars. Staff continues to research available funding sources for roadway reconstruction. Currently, the LRF (funded by the General Fund), assessments, or some combination thereof, and bonding are financing vehicles available. Adding to the complication is the current economic stresses that tend to hamper discussions of any proposed assessments. If the City Council opts to explore funding these types of projects using bonding, staff is recommending that a preliminary analysis be completed by the City's bonding consultant, to explore the current bonding capacity and financial feasibility of such a venture of the 20-year period. VII. Public Process While the financial aspects of such a venture are challenging, defining the proper balance of public input and public weight in that decision-making process is a delicate balance. The City is trying to best utilize fiends to maximize the service life of the pavement and associated maintenance. However, as evidenced by a few of the most recent public information meetings conducted, some residents have asked that the City shift their roadways in the reconstruction schedule. This type of decision process is as much philosophical, as to the duties of any city, as financial. Thus, staff will be seeking input from the City Council during the review of these items. APPS ICIS APPENDIX A Roadway Rating Data APPENDIX B Costs for Various Seal Coat and Overlay Frequencies APPENDIX C Roadway Template APPENDIX D 20 Year Reconstruction Costs by Roadway APPENDIX A Roadway Rating Data Reconstruction Costs by Roadway 0)! 'I 'mm's II ar i. 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L m N o o m m 3 ~ D r- m to w clT~sa 3 w QiQ rnrn ~m T i cI N tc 70 2 N d t/) m a (D rn Y~ , _ c 0 mIC `C U) a'~II wu~u°itn'tnt~. nu~c~n<n; m O) i= > 0 a.+ H N N d City of Shorewood Potential Sealcoat Program 2008 project @ $176,249.00 - 1st year 2nd year !3rd year :.4th year - 2008 dollars 5%' 5%i 5% 1/5 of Y Streets P peryear $ 225,085.13 '5 year cycle 0 1/6 of City Streets per ear Y - p _Y_____-- 1/7 of City Streets per year Y _ ~ $ 187,571.14 6 year cycle $ 162,031.00 $ 170,132.55 ; $ 178,639.18 7 year cycle $ 138,884.00 $ 145,828.20 $ 153,119.61 $ 160,775.59 - 1!8 of City Streets per year i8 year cycle $ 121,523.00 ( $ 127,599.15 1 $ 133,979.11 ! $ 140,678.06 - Potential Overlay Program - r- 2008 project @ $155,672.30 I st year 12nd year 13rd year 14th year 12008 dollars 5% 5%1 5% 1/50 of City Streets per year 1/40 of City Streets per year j 50 year cycle $ 155,672.30 $ 163,455.92 $ 171,628 71 $ 180,210_15 40 year cycle 194,590.00 ! $ 204,319.5 4,535.48 $ 225,262,25 1130 of City Streets per year 1/15 of City Streets per year 30 year cycle $ 259,454 00 $ 272,426.70 $ 286,048 04 $ 300,350.44 115 year cycle $ 518,908.00 11-$ 544,853.40 ! $ 572,096.07 $ 600,700.87 APPENDIX 13 Costs for Various Seal Coat and Overlay Frequencies SOD WITH MIN 4" TOPSOIL (TYPICAL) 12.67' (BACK OF CURB) SURMOUNTABLE "S" CURB 8 GUTTER 1 1 2.007. 12.67' (BACK OF CURB) SURMOUNTABLE "S" CURB & GUTTER 4" RIGID PERFORATED -j PVC DRAIN TILE ENCASED WITH GEOTEXTILE FABRIC 2" TYPE 41 BITUMINOUS WEARING COURSE 2357 BITUMINOUS TACK COAT 2" TYPE 31 BITUMINOUS NON-WEAR COURSE 8" CLASS 5 AGGREGATE BASE (1007 CRUSHED ROCK) 24" SELECT GRANULAR MATERIAL GEOTEXTILE FABRIC (TYPE V) 4150 Olson Memorial Highway Suite 300 Minneapolis, MN 55422 WVB 422 763-641-4800 & Associates, Inc FAX 763.641-1700 City of Shorewood TYPICAL URBAN SECTION NO SCALE Standard Detail Detail No. APPENDIX C Roadway Template